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Hydraulic design of stilling basins in steep channels

机译:陡峭通道消沉池的水力设计

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摘要

This paper investigates the design guidelines for stilling basins located within steep channels, i.e. in the presence of supercritical downstream flow conditions. A large number of experiments have been carried out varying both the terminal step height and the hydraulic characteristics of the upstream supercritical current. A regime chart in dimen-sionless parameters is built up, and the limiting working conditions of the basin are univocally individuated. Total head, local bottom pressures, and velocity field measurements, are employed to fully characterize the investigated flow conditions.
机译:本文研究了位于陡峭通道内(即在存在超临界下游流动条件的情况下)静水盆地的设计准则。已经进行了许多实验,以改变末端步高和上游超临界电流的水力特性。建立了无量纲参数的状态图,并明确区分了盆地的极限工作条件。总压头,局部底部压力和速度场测量值被用来全面表征所研究的流动条件。

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  • 来源
    《Dam Engineering》 |2009年第4期|257-273|共17页
  • 作者单位

    Dipartimento di Ingegneria Idraulica, Geotecnica e Ambientale Universita degli Studi di Napoli 'Federico II' Via Claudio 21 1-80125 Napoli Italy;

    Dipartimento di Ingegneria Civile Seconda Universita degli Studi di Napoli Via Roma 29 1-81121 Aversa(CE) Italy;

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